Journal of the Korean Society of Safety (한국안전학회지)

The Korean Society of Safety (한국안전학회)
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Reinforcement Location of Plate Girders with Longitudinal Stiffeners

플레이트 거더의 수평보강재 보강 위치

  • 손병직 (건양대학교 건설시스템공학과) ;
  • 허용학 (한국표준과학연구원 신재생에너지측정센터)
  • Published : 2009.08.30
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Abstract

Unlike concrete bridge, steel bridge resists external force by forming thin plate. Thus, because steel girder bridge has big slenderness ratio, buckling is a major design factor. Plate girder consists of flange and web plate. Because of economic views, web plate that resists shear forces is made by more thinner plate. Thus, web plate has much risk for buckling. The objective of this study is to analyze the buckling behaviors of plate girder and to present the proper reinforcement location of longitudinal stiffeners. Various parametric study according to the change of web height, transverse stiffeners and load condition are examined.

Keywords

References

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